全站仪导线测量成果自动计算薄

全站仪导线测量成果自动计算薄地点：时间：XiYiZi仪后视△X△Y△Z站器点站前视号4363818.755445431.3641218.955KZ3-142.197-157.623-15.144-124.480-187.137-16.363-168.858-143.757-17.7670.0000.0000.0000.0000.0000.0000.0000.0000.000445287.6071201.188°24′34″4363649.897″40′°′°24″34024′1201.188220°220″034″4363649.897445287.607′34″°2440′′″°24′34°220°′04363649.897445287.6071201.18834″40KZ3″°2434″°24′′31″1201.188445287.6074363649.897风1风11.350221.764-17.322-17.767341°58°47′3″2203774°44′22KZ20.905-16.363′8主1-0.782224.757-18.05037″236°°37′31″主1″4363694.275445244.2271202.59212″227°1203.811KZ3KZ20.905341-16.826-15.14466°19′°37′3156′″副143″4363676.558445273.741YZKZ3KZ20.905341副1-0.777212.285平均值平均值平均值修正后水平角值所求方位角X巷顶（中）巷底（中）巷顶（中）站点号仪高往返测平距S=LCOSδ往返测垂距△Z=Lsinδ已知方位角备注和草图改正数测量日期全站仪导线测量成果计算薄2014年5月25日往返测高差△h水平角观测值标高